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Report (47) N57-20161- 00(ei7 ;t >r7 5142 Al'uti TcIai ei 445rim- X) la C � t'GIGLIli13s �w R��ir n C EESIGN= FIELD REPORT Page 1 of 1 GDI Project: --TPoiygon-113 05 Prepared By: Zane Rogers Project Name: Roshak Ridge 8/21/19 Location: SW Bull Mountain Road and SW Roy Rogers Report#: 155 Road,Tigard Arrival: 700 Departure:�� i 730 Weather IOvercast60s Permit#: I IBA Site Visit Requested By: Chris (Polygon) Met With (on site). Chris (Cell phone) Purpose: Evaluate Lot 43, 44 subgrade Outstanding Issues: FR-146 (06/05/2019)Soft wall subgrade - Upon arrival, I observed the excavation crew had prepared footings within Lots 43 and 44 as indicated on the attached site plan. Subgrade appeared to consist of brown silt. I used a Yz"dia steel foundation probe to evaluate the consistency of the subgrade. Resistance to penetration indicates very stiff to stiff subgrade conditions. Based on observations and probing, it is our opinion that Lot 43 and 44 subgrade observed today and where indicated on the attached site plan has been prepared in general accordance with our geotechnical recommendations . [ , ' Distribution: II , Attachments: Site Plan (1) Reviewed by: This report presents opinions formed as a result of our observation of activities relating to geotechnical engineering or environmental services,We rely on the contractor to comply with the plans and specifications throughout the duration of the project irrespective of the presence of our representative.Our work does not include supervision or direction of the contractor,the contractor's employees or agents. Our firm is not responsible for site safety,This field report is a DRAFT representation of our field observations,testing,and preliminary recommendations.The report can only be considered final upon review of the GeoDesign project manager,as indicated by initials in the"Reviewed Ey"section, Signature'. -- '°": I- 9450 SW Commerce Circle,Suite 300 I Wilsonville,OR 97070 1503.968.8787 I www.geodesigninc.com , . _ •.SPrrpeN4R��hmYE'1mCU:0F:sutun 'SA "END;ME TAMEus. CURVE TAKE ;w(*mc wrw s» t.w`awq *61361;46. '6,16A ez "066'1 :aa --•®•, mp=rwca #rsvrsxr 14 616666166 sRt0 - rwat w_vg '556111141611 .- an rr66..;IVO it w rarlr a $05050s£uicaa5,rs5 55 3411161 Ain ,11eOPrat.;EAP 46 4,1* 3;',641; 6.W Wenn' etp$0561055sranua 55 0555 ewa zaNfrnmj ( i . —Paa0,6COMM. v ax S o 143113.6111 164: x � J 6. 6166419,1„1 1 1 �y� ` �" `6e6+.ve i3100 .3 m e: v e/611"3; 6/3„6.11 31611 1.00. ta°;.a.e 5 5U00535550049tre LW '555:0055054 0055 NZ$ 331 1114, `'6Rfi caF Y.b wr @ iii r+ncw u 11469{ P'SW - P141 1 1 PPo1p.VD` 14 MIK 5X5'1.14 P.A. {L.v7%.....i 331061331,SIXWYX BT OTMEIB ,,,,._/..__.7 Ea555*5mEw.aX Pb:TGRY NN CEN/>IY.Y (i) (51,1 1rtkUll .Vit- 1 INCH r95 FPE'f igt.R'&hL.A✓.. �. .,,. �.., mvw 001'5555*+ T N,-a+u. • '-.-s!w.a $a Uk Z$.3f`k;4f$c �,-a ... .. d-6666 r — 6666 r ({ +� y �s F 3 , i 6666 6666 6666.. P sp ; a5 I no th ala IY P i, # e.0 AY . eM sq “e 5ya eY EFEF R�€ Sxe £d TRaCf5 00 r`P d S PiT TYP #52555kES dz { $ YTRfEi SR£ , l.Q{V'„ 5£ %;: n .. it 1 �` tity # j q i 3 r 1 `� TiT --xe .' �. (, $_..._ 6666 ” M s ` mem !Ti S'"oue {x f, j r a :n 1 j'ppd` # i . SITE g 1 as xse xa#. ro o 1 t i t i sle x.ar 0m 631 160 sus _; ua Sea 005 1 7:� i xx. � PLAN x 4 5 Q F 5.f6 �n s 1 7 t, � i ¢• 1 .$y _.. .. illiansEo - 'x.uo s s.w ”' m. «6a 666,,6 ` �Y.* _.. ,s -# .,, �� p• pA ( #-----E_�'jt F ....__...1 .» ,,,,„M...----t—�'"^U9}^»a�t..�-.4 ...,........._.......,„,....2:„.„..., , __(:)...,_; . _ {.._, p n T :b - 6666 a6b {' tT "�. - £-_ 1 '' --I r— 5 g { , s£'°'»„.-,66,66. w..«ie i` ' i'-'1" a, : an s # g s «x # ( f____..__ ' s # _» -„� >» �.#'S i 4SRoat*Pa sariaaa+t U 1 ' 5AY +, t & s,, ?YP a k 5 vice 6i 505 ,, , P. WACO sns.wanrrr. mrnr.0 3 PtR'`.,'a y 4 1-#0,,.. 55 5 1 55Y FK 9 j f 5670.013131.31433664. aM ID e ° rox i § Ae 9ro ag s+r zaa Rri zr+ 5 1 e a q=WI '6t x 0 tx € 9 # z gg eN' # # 6 ° 0xi # P1 i s � i t sxttx a.at i I Y P 6UT F'1RE g a 5 ' 5 k t iE•i at. *millikI.aiL; #... ,.mat alt 0 :alit )i k �w 50mosa..ae'�..■" i-.1 #;�i.:.�.• •,4, t Jams aaai,t a aa�i f jai*J i 1..i.a alas**MOW ■%. 1f Y MATCHL*NE ELEVATION 4ATUM:NGVD 29 6666 SITE PLAN SHEET 44. ..